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PEREZ I July 31, 2018 I SDA Job # 8468B I aim <br /> Design Criteria <br /> Scope of Work: LATERAL <br /> Site Address: 5117 SEAVIEW WAY <br /> EVERETT, WA 98203 <br /> ALEESHA& <br /> Number of Stories: 2 Engineer: LEROY <br /> Roof Loading <br /> Roofng; Compasitiori; . <br /> Sheathing 15/32"Plywood 1.5 <br /> Insulation Roll/Batt 3.0 <br /> Ceiling 1/2"GWB 2.2 <br /> Framing Trusses 2.2 <br /> Miscellaneous fixtures,mechanical, electrical, etc. 3.1 <br /> TOTAL DEAD LOAD: 15.0 psf <br /> ROOF SNOW LOAD: ( 25.0 psf 4 <br /> Upper Floor Loading <br /> Floor Covering Carpet/Hardwood/Tile 3.0 <br /> Sheathing 3/4"T&G 2.3 <br /> Ceiling 1/2"GWB 2.2 <br /> Joists I-JOISTS 2.1 <br /> BEAMS 1.0 <br /> Miscellaneous fixtures, mechanical, electrical, etc. 1.4 <br /> TOTAL DEAD LOAD: Ii 12.0 psf <br /> FLOOR LIVE LOAD r 40.0 psf <br /> Ma Floor Loading __ ._. a. <br /> w. � <br /> Floor Covering Carpet/Hardwood/Tiie 3.0 <br /> Sheathing 3/4"T&G 2.3 <br /> Ceiling 1/2"GWB 2.2 <br /> Joists I-Joists 2.1 <br /> Beams 1.0 <br /> Miscellaneous fixtures, mechanical,electrical, etc. 1.4 <br /> TOTAL DEAD LOAD: 1 12.0 psf <br /> FLOOR LIVE LOAD: 1 40.0 psf <br /> Soil Bearing Capacity: 1500 psf <br /> Frost Depth: 18 in <br />